Good Presentation sir...I have one small doubt..Is there any option to move the column along the transverse direction please let me know sir.. Because now a days the construction done with minimum offset from property line. For that case combined footing is very useful. Combined footing along the property line. Thank you sir
using staad foundation advanced, I designed a strap footing for two eccentrically loaded columns(offset of left column=-600mm and offset of right column=600mm) of one bay, 3 storey building with grid spacing of about 14 ft in x direction and 12 ft in y direction. The dead load was about 300kN and live load was about 60 KN and earthquake load was about 40 KN in -y direction with moment about z axis 25 KNm. soil bearing capacity was 150 KN/m^3. I used the load combination 1DL+1LL and 1DL+0.8LL+0.8EL. strap beam was in x direction. I got footing size 1.75mx1.75m. footigg thickness 200mm. no of 12mm bars in x direction=6 and no. of 12mm bars in z direction=23. I got doubly reinforced strap beam with 0.53m depth and 9 inch width. bottom reinforcement=3 no. of 12mm bars top reinforcement=6 no. of 16mm bars. And for shear reinforcement it says:"Since nominal shear strength of concrete is greater than maximum shear force, shear reinforcement is not required". I just want to know are the results I got practical or is it likely that I had made some mistakes. I have doubt whether the following result in right or wrong: the vast difference of reinforcement in x and z direction which are 6 and 23 no. of 12mm bars respectively for 1.75mx1.75m footings. and another doubt is requirement of no shear reinforcement in strap beam. Please help me!
why my staad pro foundation is not working, when i am open it "SELECT licence type is not configured yet. please run"SELECT license Assistant " to configure it " this msg show please get me out
following each and every steps of your gives always blank result in calculation sheet. What is the problem ?? help me Result Summary Footing No. Left Overhang (in) Right Overhang (in) Length (in) Width (in) Thickness (in) 1 52.000 52.000 204.000 92.000 0.000 Footing No. Footing Reinforcement - Main Steel Top Main Steel Bottom Secondary Steel Top Secondary Steel Bottom 1 #0 @ 0 in c/c #0 @ 0 in c/c #0 @ 0 in c/c #0 @ 0 in c/c
Good Presentation sir...I have one small doubt..Is there any option to move the column along the transverse direction please let me know sir.. Because now a days the construction done with minimum offset from property line. For that case combined footing is very useful. Combined footing along the property line. Thank you sir
very good presentation. thanks
Thank you sir for your time
Good presentation
does inputting offset values in the footing geometry tasks pane changes column position or the footing position?
using staad foundation advanced, I designed a strap footing for two eccentrically loaded columns(offset of left column=-600mm and offset of right column=600mm) of one bay, 3 storey building with grid spacing of about 14 ft in x direction and 12 ft in y direction. The dead load was about 300kN and live load was about 60 KN and earthquake load was about 40 KN in -y direction with moment about z axis 25 KNm. soil bearing capacity was 150 KN/m^3. I used the load combination 1DL+1LL and 1DL+0.8LL+0.8EL. strap beam was in x direction. I got footing size 1.75mx1.75m. footigg thickness 200mm. no of 12mm bars in x direction=6 and no. of 12mm bars in z direction=23. I got doubly reinforced strap beam with 0.53m depth and 9 inch width. bottom reinforcement=3 no. of 12mm bars top reinforcement=6 no. of 16mm bars. And for shear reinforcement it says:"Since nominal shear strength of concrete is greater than maximum shear force, shear reinforcement is not required". I just want to know are the results I got practical or is it likely that I had made some mistakes. I have doubt whether the following result in right or wrong: the vast difference of reinforcement in x and z direction which are 6 and 23 no. of 12mm bars respectively for 1.75mx1.75m footings. and another doubt is requirement of no shear reinforcement in strap beam. Please help me!
Thank you so much. Please, could you provide the link for your foundation staad
version to download it.
why my staad pro foundation is not working, when i am open it "SELECT licence type is not configured yet. please run"SELECT license Assistant " to configure it " this msg show please get me out
following each and every steps of your gives always blank result in calculation sheet. What is the problem ?? help me
Result Summary
Footing No. Left Overhang
(in)
Right Overhang
(in)
Length
(in)
Width
(in)
Thickness
(in)
1 52.000 52.000 204.000 92.000 0.000
Footing No. Footing Reinforcement
- Main Steel Top Main Steel Bottom Secondary Steel Top Secondary Steel Bottom
1 #0 @ 0 in c/c #0 @ 0 in c/c #0 @ 0 in c/c #0 @ 0 in c/c
How to crack This Software please Help